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Civil Plans 215101-OPW-01-221103 · OPW23/0013
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PROPOSED DUPLEXES AT 7 RUBY STREET COOROY FOR ROBYN KILDEY OPERATIONAL WORKS ENGINEERING DRAWING SCHEDULE DRAWING DESCRIPTION N PLAN - SHEET Description 215101-C01 Locality Plan & Schedule Of Drawings 215101-C02 Construction Notes 215101-C03 Existing Site Layout Plan OPAL STREET 215101-C04 Proposed Site Layout Plan 215101-C05 Proposed Stormwater And Site Level Layout Plan 215101-C06 Proposed Stormwater Details 215101-C07 Proposed Earthworks Plan 215101-C08 Proposed Sections OPAL LANE PROPOSED SITE RUBY STREET PROPERTY DESCRIPTION LOT 616 on C56014 | AREA: 1012m² LOCAL AUTHORITY | NOOSA SHIRE COUNCIL LOCALITY PLAN APPROX SCALE 1:3000 215101-OPW-01-221103.DWG SCALE APPROVAL ISSUE DATE DESCRIPTION BY CHKD DRAWING DETAILS PROJECT NUMBER PROJECT CLIENT A 26-04-22 FOR APPROVAL DTB DK PROPOSED DUPLEXES ROBYN KILDEY 0 30 60 90 120 150m ................. B 03-11-22 RFI REVISIONS DK DK DATUM DESIGN AHD DK 215101 7 RUBY STREET COOROY DANIEL KENNA DRAWN DK SHEET ISSUE TITLE SCALE 1:3000 A3 (RPEQ 15522) LOCALITY PLAN & e [email protected] ABN 99 642 485 363 This drawing is not to be copied or amended without written permission from DRAWING STATUS DESIGN CHECK DK C01 B SCHEDULE OF DRAWINGS FOR APPROVAL DATE 03-11-22 a PO Box 988 Maroochydore 4558 p 0404 157 187 Ingeniir Pty Ltd
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Section 2
GENERAL NOTES EARTHWORKS SIGNAGE & LINEMARKING
G1 | THIS DRAWING SHALL BE READ IN CONJUNCTION WITH ALL OTHER WORKING DRAWINGS AND SPECIFICATIONS AND WITH OTHER EW1 | ALL EARTHWORKS SHALL BE CARRIED OUT IN ACCORDANCE WITH AS3798 GUIDELINES ON EARTHWORKS FOR COMMERCIAL AND SL1 | ALL PAVEMENT MARKING, CHEVRON DETAILS, SIGNAGE, GUIDE-POSTS AND RETROREFLECTIVE RAISED PAVEMENT MARKERS
WRITTEN INSTRUCTIONS AS MAY BE ISSUED DURING THE COURSE OF CONSTRUCTION. ALL DISCREPANCIES AND VARIATIONS RESIDENTIAL DEVELOPMENTS. (RRPM) TO BE IN ACCORDANCE WITH TMR AND AS1742 - MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
SHALL BE REFERRED TO AND MUST BE APPROVED BY THE SUPERINTENDENT BEFORE PROCEEDING WITH THE WORK. EW2 | THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UNDERGROUND SERVICES WITH THE RELEVANT AUTHORITIES SL2 | LONGITUDINAL LINE MARKING SHALL BE DULUX A1 SOLVENT BASED PAVEMENT MARKING OR APPROVED EQUIVALENT.
G2 | ALL WORKS MUST CONFORM TO WSAA, SEQ CODE, COUNCIL AND IPWEAQ STANDARDS AND SPECIFICATIONS UNLESS OTHERWISE AND MARK THE LOCATIONS PRIOR TO COMMENCING EARTHWORKS. TRANSVERSE LINE MARKING SHALL BE THERMOPLASTIC OR APPROVED EQUIVALENT.
SHOWN ON DRAWINGS AND/OR DIRECTED BY THE SUPERINTENDENT. EW3 | TOPSOIL TO BE REMOVED AND STOCKPILED PRIOR TO EARTHWORKS. SL3 | ACCESSIBLE PARKING SPACES, SYMBOLS, BOLLARDS AND SHARED SPACE TO BE IN ACCORDANCE WITH AS2890.
G3 | ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE RELEVANT STANDARDS EW4 | ALL VEGETATION TO BE CLEARED AND GRUBBED PRIOR TO PLACEMENT OF ANY FILL MATERIAL TO THE SATISFACTION OF THE
AUSTRALIA SPECIFICATIONS AND CODES AND THE BY-LAWS OF THE RELEVANT BUILDING AUTHORITY. SUPERINTENDENT. STORMWATER DRAINAGE
G4 | THE POSITIONS OF SERVICES BELIEVED TO EXIST ON THE SITE ARE INDICATIVE ONLY. NO GUARANTEE IS GIVEN OR IMPLIED TO THE EW5 | FILL BATTERS ARE TO BE OVER FILLED AND COMPACTED BY 0.5M BEYOND FINAL BATTER FACE AND CUT BACK TO FINAL BATTER.
SW1 | THE DESIGN AEP'S ADOPTED FOR THE DRAINAGE DESIGN ARE:
ACCURACY OR COMPLETENESS OF SUCH INFORMATION. THE CONTRACTOR SHALL MAKE THEMSELVES FULLY CONVERSANT WITH EW6 | ALL FILL MATERIAL EXCLUDING ROAD PAVEMENT IS TO BE PLACED IN LAYERS NOT EXCEEDING 150MM COMPACTED THICKNESS
- MINOR STORM: 5% AEP
ALL EXISTING SERVICES AND STRUCTURES WITHIN AND ADJACENT TO THE SITE OF THE WORK AND SHALL BE RESPONSIBLE FOR AND COMPACTED TO DENSITIES OUTLINED IN FILL MATERIAL NOTES.
- MAJOR STORM: 1% AEP
ANY DAMAGE TO SERVICES AND STRUCTURES DURING THE COURSE OF THE CONTRACT. EW7 | NO DAMAGE TO THE SIGNIFICANT TREES AS SHOWN ON THESE PLANS.
SW2 | ALL FIELD INLETS TO BE TYPE 2A IN ACCORDANCE WITH IPWEA DS-050 UNO.
G5 | SERVICES WHERE SHOWN ARE INDICATIVE ONLY. EXACT LOCATION AND DEPTH TO SERVICES ARE TO BECONFIRMED ON SITE BY EW8 | THE CONTRACTOR SHALL ENSURE THE SITE IS FREE DRAINING AT ALL TIMES DURING CONSTRUCTION. MAJOR OVERLAND FLOW
SW3 | EXCAVATION, BEDDING & BACKFILL TO BE IN ACCORDANCE WITH IPWEA DS-030
THE CONTRACTOR PRIOR TO CONSTRUCTION. PATHS IF PRESENT ARE SHOWN ON THE DRAWINGS.
SW5 | CONTRACTOR TO CONFIRM LEVELS & ALIGNMENT OF ALL STORMWATER PRIOR TO CONSTRUCTION.
G6 | CONTRACTOR TO TAKE APPROPRIATE ACTION AS NECESSARY TO PROTECT AND MAINTAIN EXISTING SERVICES. EW9 | REFER TO THE GEOTECHNICAL SPECIFICATIONS FOR FILL MATERIAL AND TESTING REQUIREMENTS.
SW6 | ALL MANHOLE ACCESS COVERS & GRATES IN CONCRETE & PAVED AREAS TO BE ACO RHINOCAST RECESSED (CLASS D) OR
G7 | DRAWINGS SHALL NOT BE SCALED. VERIFY ANY SET OUT DIMENSIONS SHOWN ON THESE DRAWINGS BEFORE SITE WORKS, EW10 | CONTROL TESTING OF EARTHWORKS TO BE GENERALLY IN ACCORDANCE WITH AS1289.5 & AS3798-1996, WITH LEVEL 1
APPROVED EQUIVALENT WITH INFILL TO SUIT SURFACE FINISH.
CONSTRUCTION AND/OR FABRICATION COMMENCES. REFER ANY DISCREPANCIES TO THE ENGINEER BEFORE PROCEEDING. GEOTECHNICAL CERTIFICATION.
SW7 | ALL STORMWATER PIPES UNDER ROADWAYS AND FOOTPATHS SHALL BE CLASS '2' R.C.P. R.R.J. UNLESS OTHERWISE NOTED.
G8 | NO SUBSTITUTE MATERIALS SHALL BE USED WITHOUT THE WRITTEN APPROVAL OF THE SUPERINTENDENT. EW11 | FILL DENSITY TESTING SHALL CONFORM TO THE FOLLOWING:
SW8 | THE STORMWATER CLASSES HAVE BEEN DESIGNED FOR SERVICE LOADS ONLY, AND THE CONTRACTOR SHALL ASSESS
G9 | ALL WORK SHALL BE CARRIED OUT IN COMPLIANCE WITH THE QUEENSLAND ELECTRICITY ACT AND WORKPLACE HEALTH AND a. 1 TEST PER 500M³ - GENERALLY
ANTICIPATED CONSTRUCTION LOADS AND UPGRADE PIPE CLASSES, IF NECESSARY, IN ACCORDANCE WITH AS3725-1989 AT THE
SAFETY ACT, REGULATIONS AND GUIDELINES. CONTACT YOUR NEAREST OFFICE OF THE DIVISION OF WORKPLACE HEALTH AND b. 1 TEST PER 100M³ - WATER COURSES
CONTRACTORS COST.
SAFETY FOR INFORMATION. c. 1 TEST PER 2 LAYERS PER 40M - TRENCH BACKFILL
G10 | HANDLING OF ASBESTOS MATERIALS SHALL BE CARRIED OUT IN ACCORDANCE WITH THE NATIONAL OCCUPATIONAL HEALTH AND EW12 | FILL TO BE PLACED IN A MAXIMUM 200MM LIFTS, UNLESS APPROVED OTHERWISE BY A SUITABLY QUALIFIED CONSULTANT, AND
SAFETY COMMISSION CODE OF PRACTICE FOR THE SAFE REMOVAL OF ASBESTOS AND ANY APPLICABLE DEFENCE OH&S COMPACTED TO SPECIFICATION.
PROCEDURE FOR HANDLING ASBESTOS MATERIALS. EW13 | PLACEMENT OF FILL SHALL CONFORM TO THE FOLLOWING MINIMUM DRY DENSITY RATIOS (M.D.D.R.) COMPACTION STANDARDS:
G11 | ALL HORIZONTAL AND VERTICAL CONNECTIONS TO EXISTING ROAD PAVEMENT ARE TO BE CONFIRMED BY THE CONTRACTOR a. RESIDENTIAL ALLOTMENTS = 95% STD
PRIOR TO THE WORK AND THE DESIGN ADJUSTED BY SUPERINTENDENT AS NECESSARY ON SITE PRIOR TO CONSTRUCTION. b. ROAD VERGES/EMBANKMENTS = 95% STD
DISCREPANCIES AND DESIGN ADJUSTMENTS ARE TO BE REFERRED TO THE SUPERINTENDENT FOR ACCEPTANCE PRIOR TO c. PAVEMENT SUBGRADE = 100% STD
CONSTRUCTION. d. FOR NON-COHESIVE MATERIALS M.D.D.R = 80%
G12 | THE CONTRACTOR IS TO CONTACT ENERGEX, UNITYWATER, TELSTRA AND ANY OTHER SERVICE AUTHORITY TO NOTIFY OF THE EW14 | ALL TEMPORARY STOCKPILES (IF APPLICABLE) TO HAVE 1:6 MAXIMUM SIDE BATTERS (GRASS SEEDED).
WORKS AND TO CONFIRM THE LOCATION OF EXISTING UNDERGROUND SERVICES PRIOR TO CONSTRUCTION. POTHOLING IS EW15 | WHERE TOPSOIL STOCKPILES ARE LOCATED ADJACENT TO FILL AREAS, CARE MUST BE TAKEN TO ENSURE STRUCTURAL FILL DOES
REQUIRED TO CONFIRM LOCATION AND DEPTH OF SERVICE PRIOR TO CONSTRUCTION. NOT BECOME CONTAMINATED BY BLENDING WITH TOPSOIL.
G13 | NOTIFY ALL RELEVANT AUTHORITIES PRIOR TO COMMENCEMENT OF WORK WITHIN EXISTING ROAD RESERVES. EW16 | VERGE AND BATTERS TO HAVE A MINIMUM 75MM OF TOPSOIL AND FULL WIDTH TURF IF ORDERED.
G14 | PROPOSED PROPERTY BOUNDARIES SHOWN ARE INDICATIVE BASED ON THE DCDB AND SHALL BE CONFIRMED BY THE EW17 | EARTHWORKS BATTERS ARE TO CONFORM TO THE FOLLOWING STANDARDS:
CONTRACTOR PRIOR TO CONSTRUCTION. a. 1:4 OR FLATTER TO BE GRASS SEEDED (UNLESS NOTED OTHERWISE)
G15 | EXISTING PAVEMENT AND KERBS TO BE SAWCUT AND NEW PAVEMENT AND KERBS TO MATCH NEATLY. b. STEEPER THAN 1:4 TO BE A COMBINATION OF TURF STRIPS OR GRASS SEEDING (UNLESS NOTED OTHERWISE)
G16 | ALL CONCRETE TO BE GRADE N32 U.N.O. EW18 | ALL VOLUMES PROVIDED EXCLUDE ANY COMPACTION OR BULKING FACTORS, LANDSCAPE TOPSOIL REQUIREMENTS, DETAILED
G17 | EXPANSION JOINTS TO INCORPORATE DOWELS AT LOCATIONS AS SHOWN ON THE DRAWINGS OR AS DIRECTED BY THE EXCAVATION AND FOOTING AND TRENCHING REQUIREMENTS.
SUPERINTENDENT WHERE APPLICABLE. EW19 | ALL VOLUMES PROVIDED ARE INDICATIVE AND ARE TO BE CONFIRMED ON SITE BY THE CONTRACTOR.
G18 | SOFT BRISTLE BROOM FINISH TO ALL CONCRETE SURFACING UNO.
G19 | CONCRETE TO BE CURED IN ACCORDANCE WITH REQUIREMENTS OF AUSPEC QLD-C271 EQUIVALENT.
G20 | PROVIDE ISOLATION JOINTS (WITH EXPANSION JOINT MATERIAL) AT KERB EDGES.
G21 | CONCRETE CONSTRUCTION JOINTS FOR REINFORCED CONCRETE TO BE AS PER IPWEA STD DRG RS-065 UNO.
G22 | ALL KERB RAMPS TO COMPLY WITH IPWEA RS-090 & RS-091.
G23 | ALL KERB RAMPS TO INCLUDE TGSI'S IN ACCORDANCE WITH IPWEA RS-092.
ENVIRONMENTAL MANAGEMENT
EM1 | ALL EARTHWORKS SHALL BE CARRIED OUT IN ACCORDANCE WITH AS3798 GUIDELINES ON EARTHWORKS FOR COMMERCIAL AND
RESIDENTIAL DEVELOPMENTS.
EM2 | ALL ENVIRONMENT PROTECTION MEASURES SHALL BE IMPLEMENTED PRIOR TO START OF CONSTRUCTION WORK, INCLUDING
CLEARING.
EM3 | NO TREES SHALL BE REMOVED BEYOND THE EXTENT OF EARTHWORKS OR WHERE NECESSARY FOR CONSTRUCTION WITHOUT
THE PRIOR APPROVAL OF THE SUPERINTENDENT.
EM4 | ALL TREES AND SHRUBS TO BE RETAINED MUST BE PROTECTED FROM DAMAGE.
EM5 | BACKFILL AROUND TREE ROOTS USING A MIXTURE OF THREE PARTS TOPSOIL TO ONE PART COMPOST, LIGHTLY COMPACTED.
EM6 | EXCAVATIONS UNDER TREE CANOPIES TO BE BACKFILLED AS SOON AS POSSIBLE.
EM7 | ALL DISTURBED AREAS SHALL BE LEFT IN A STABLE CONDITION. THIS WILL INVOLVE SEEDING OR TURFING WITH APPROPRIATE
GRASS SPECIES. ANY DISTURBED SLOPES SHALL BE COVERED WITH A SUITABLE FORM OF EROSION CONTROL PRODUCT WHICH
DOES NOT CONTAIN EXTERNAL WIRE OR NYLON REINFORCEMENT.
EM8 | IF YOU SUSPECT FIRE ANTS ON SITE CALL DEPARTMENT OF PRIMARY INDUSTRIES ON 132523.
EM9 | PIPELINES ADJACENT TO SIGNIFICANT TREES MUST BE INSTALLED BY BORING OR DIRECTIONAL DRILLING UNLESS OTHERWISE
AGREED BY THE CONTRACT MANAGER.
EM10 | FOR TRENCH INSTALLATIONS TREE ROOTS MUST BE EXPOSED BY HAND EXCAVATION. TREE ROOTS MUST BE CUT CLEANLY AND A
BITUMINOUS FUNGICIDAL SEALANT APPLIED TO THE CUT SURFACE.
EM11 | TOPSOIL AND SUBSOIL MUST BE STOCKPILED SEPARATELY AND NOT BE STOCKPILED UNDER TREE CANOPIES.
EM12 | PLACE APPROPRIATE SEDIMENT CONTROLS AROUND STOCKPILES IN ACCORDANCE WITH THE ENVIRONMENTAL MANAGEMENT
PLAN.
EM13 | NO SOIL MUST BE STOCKPILED WITHIN 5M OF ANY CREEK OR WATER COURSE.
EM14 | ANY SOIL DISTURBED ON SITE IS TO BE REUSED ON SITE. ANY UNSUITABLE MATERIAL NOT REUSED MUST BE DISPOSED OF AT A
REGULATED WASTE DISPOSAL FACILITY.
215101-OPW-01-221103.DWG
SCALE APPROVAL ISSUE DATE DESCRIPTION BY CHKD DRAWING DETAILS PROJECT NUMBER
PROJECT CLIENT A 26-04-22 FOR APPROVAL DTB DK
PROPOSED DUPLEXES ROBYN KILDEY .................
B 03-11-22 RFI REVISIONS DK DK DATUM
DESIGN
AHD
DK
215101
7 RUBY STREET COOROY
DANIEL KENNA DRAWN DK SHEET ISSUE
TITLE (RPEQ 15522)
CONSTRUCTION NOTES
e [email protected] ABN 99 642 485 363 This drawing is not to be copied or amended without written permission from DRAWING STATUS DESIGN CHECK DK C02 B
a PO Box 988 Maroochydore 4558 p 0404 157 187 Ingeniir Pty Ltd FOR APPROVAL DATE 03-11-22
Section 3
LEGEND
MARK DESCRIPTION
EXISTING BUILDING
EXISTING CONCRETE
N
EXISTING STORMWATER SURFACE
FLOW
EXISTING BOUNDARY
EXISTING COMMUNICATIONS
W EXISTING WATER MAIN
S EXISTING GRAVITY SEWER
SW EXISTING STORMWATER PIPE
E(OH) EXISTING OVERHEAD POWER
EXISTING UNDERGROUND POWER
+ 23.750 EXISTING SURFACE LEVEL
EXISTING CROSSOVER
W
106.13
106.26 106.26
2
TO BE REMOVED
106.55
SW
10
6.3
5
O
106.25
10
Telstra E(
rn
6.2
3
4
106.39
a
106.13
8 Power Pole
S
106.36 106.42
W //
//
// // // 106.52
# 60355
//
106.20SW
// 106.57// // //
106.72 // // // // 106.65 //
Access
106.75 //
106.60
10
OH
6.4
)
6
106.79
106.22
S
W
E(
//
EXISTING OVERHEAD
OH
10
)
POWER 6.7
106.27 106.27
5
10
SW
6.5
106.58
E(
7
10
O
10
106.65
10
6.4
H)
S
10
6.7
Roofwater
Outlet IL 106.16
6.6
9
W
6.3
0
EXISTING KERB
7
106.29 106.30
9
// 106.83
10
Hyd
O
Gully
ADAPTER
6.7
H
10
rn
E(
6.3
8
OH
a
5
RUBY STREET
RL 107.25
Floor Level
)
106.52
106.29
EXISTING SEWER MAIN
S
W
E(
10
RL 107.30
Floor Level 106.64
OPAL LANE
OH
10
6.8
//
SW
6.7
9
)
7
10
E(
OH
6.
S
75
)
W
10
10
106.99
//
6.5
SW
6.9
EXISTING WATER METER
106.78
E(
7
2
OH
10
6.6
TO BE RELOCATED
)
10
10
106.32
4
10
6.5
6.9
O/H Conn
10
6.3
3
7
S
7.0
9
W
0
O
E(
rn
OH
a
O
106.69
Meter
)
106.82
//
rn
SW
EXISTING KERB
W
a
ADAPTER
10
10
107.07
6.7
S
IL 106.23
Roofwater 106.23 106.24
Outlet x 2
6.7
W
6
8
5
106.56 106.65
106.75
106.86
//
10
SW
10
6.9
10
10
Hedge
6.9
107
9
7.0
6.5
106.36 106.38 SW
7
106.90 .00
10
0
8
10 // 106.82 106.86
S
//
6.4
106.58
// // //
W
6. // //
8
106.84 //
75 GI Mesh Fence 106.86 //
106.91 // 107.04
1
10
O
10
10
rn
6.
6.5
6.5
a
50
8
S
5
W
SW
W
SW
W
EXISTING SITE LAYOUT
SCALE 1:250 @ A3
215101-OPW-01-221103.DWG
SCALE APPROVAL ISSUE DATE DESCRIPTION BY CHKD DRAWING DETAILS PROJECT NUMBER
PROJECT CLIENT A 26-04-22 FOR APPROVAL DTB DK
PROPOSED DUPLEXES ROBYN KILDEY 0 2.5 5 7.5 10 12.5m
.................
B 03-11-22 RFI REVISIONS DK DK DATUM
DESIGN
AHD
DK
215101
7 RUBY STREET COOROY
DANIEL KENNA DRAWN DK SHEET ISSUE
TITLE SCALE 1:250 A3 (RPEQ 15522)
EXISTING SITE LAYOUT PLAN
e [email protected] ABN 99 642 485 363 This drawing is not to be copied or amended without written permission from DRAWING STATUS DESIGN CHECK DK C03 B
a PO Box 988 Maroochydore 4558 p 0404 157 187 Ingeniir Pty Ltd FOR APPROVAL DATE 03-11-22
Section 4
LEGEND
NOTE: SAW CUTS TO CONCRETE
WITHIN 6-12 HRS AFTER PLACEMENT. PROVIDE N12 PERIMETER MARK DESCRIPTION
BAR TYPICAL. CORNER SLAB MESH AS SPEC'D 40 PROPOSED BUILDING
N
DANLEY KEYJOINT WITH RIPA STRIP. SLAB MESH AS SPEC'D. BARS WITH 600 LAPS COVER TYPICAL
PROVIDE DEPTH/3 SAW CUT FILL WITH GALV. R16 DOWELS 400 LONG @ 450 CRS TERMINATE MESH PROPOSED DRIVEWAY/CARPARK
APPROVED FLEXIBLE SEALANT. SLAB MESH AS SPEC'D. 50mm FROM JOINT FALL 50mm IN
FIRST 1m TYP. PROPOSED CROSSOVER
PROPOSED RETAINING WALL
+ FSL 23.750 PROPOSED FINISHED SURFACE LEVEL
350
200 - 400 MAX
FFL 24.00 PROPOSED FINISHED FLOOR LEVEL
CJ EXISTING BOUNDARY
SAND BED WITH
SJ CUT EVERY SECOND WIRE OF
SAND BED WITH DOWELS IN CENTRE EXISTING COMMUNICATIONS
DPM OVER OF SLAB TYP.
DPM OVER MESH IN LINE WITH JOINT.
CONTROL JOINT DETAILS TYPICAL EDGE THICKENING DETAILS W EXISTING WATER MAIN
SLAB CUT JOINT DETAILS SCALE 1:10 SCALE 1:20
S EXISTING GRAVITY SEWER
EXISTING OVERHEAD POWER
SCALE 1:10 CEMSET GALV. R16
E(OH)
DANLEY KEYJOINT WITH RIPA STRIP. EXISTING UNDERGROUND POWER
DOWELS 400 LONG @ 450
BETWEEN EXISTING AND NEW. CRS INTO EXISTING SLAB + 23.750 EXISTING SURFACE LEVEL
PAVEMENT DETAILS EXISTING SLAB CONTROL JOINT
MATERIAL TYPE CBR (soaked) MIN COMPACTION SLAB CUT JOINT
175mm CONCRETE - SL72 MESH 32MPa - -
NEW KERB
SUBBASE COURSE 2.4 35 98% RDD (MDD)
LOWER SUBBASE 2.5 15 -
FINAL PAVEMENT DEPTH TO BE DETERMINED FOLLOWING SOIL TESTS BY DOWEL SLEEVE
GEOTECHNICAL ENGINEER.
PROVIDE 3/N12 TRIMMERS 2400 LONG AT RE-ENTRANT CORNERS TYPICAL, 50mm SAND BED WITH
MIN COVER TO PAVEMENT EDGE. DPM OVER
40mm MIN COVER TO CONCRETE MESH REINFORCING U.N.O. CONNECTION TO EXISTING
SW
W
106.13
106.26 106.26
2
106.55
SW
+ 106.36
10
+ 106.50
+ 106.70
6.3
+ 106.65
5
O
106.25
10
Telstra E(
rn
6.2
3
4
106.39
a
106.13
8 Power Pole
S
EXISTING CROSSOVER TO BE REMOVED. // 106.36 106.42
W
//
// // // 106.52
# 60355
//
106.20SW
// 106.57// // //
REINSTATE WITH B1 TYPE KERB AS PER 106.72 // // // // 106.65 //
Access
SW SW SW SW SW SW SW 106.75 //
106.60
10
OH
SW SW
6.4
IPWEAQ STD DRG RS-080
SW SW
)
6
106.79
2.00
106.22
S
REPLACE EXISTING STORMWATER
W
E(
M1 TYPE KERB ONLY
//
O
SW
H)
SW 10
GULLY AND LINTEL WITH NEW KERB SW
6.75
106.27 106.27
INLET PIT AND LINTEL AS PER IPWEAQ
10
6.5
106.58
E(
7
10
STD DRGS DS-060 & DS-061
OH
10
106.65
10
6.4
S
10
6.7
6.6
)
SW
9
W
6.3
0
7
106.29 106.30
9
// 106.83
3.0%
10
Hyd
O
NEW CROSSOVER TO
Gully
3.0%
SW
LIP106.16 +
6.7
H
10
rn
E(
6.3
8
CONNECT TO EXISTING
OH
a
5
IPWEAQ STD DRGS.
RL 107.25
Floor Level
)
106.16
106.52
CONCRETE PAVEMENT.AND
OPAL LANE
106.29
RS-049 & RS-050
S
1.80
W
MATCH INTO EXISTING LEVELS
E(
10
FFL 106.60
RL 107.30
Floor Level 106.64
1.80
10
OH
6.8
//
SW
6.7
6.0
9
)
7
FFL 107.60
6.0
10
E(
OH
6.
S
RUBY STREET
75
)
W
LIP106.19 +
10
10
106.99
//
6.5
SW
6.9
106.78
E(
7
2
OH
10
6
.64
)
10
10
106.32
10
6.5
6.9
O/H Conn
10
6.3
3
7
S
NEW CROSSOVER TO
7.0
9
W
0
O
E(
3.0%
rn
3.0%
OH
IPWEAQ STD DRGS.
a
O
106.69
Meter
)
106.82
//
rn
SW
W
RS-049 & RS-050
a
SW
5.50
10
10
107.07
6.7
S
6.7
W
6
8
5
106.23
SW
106.56 106.65
106.75
2.75
106.86
//
10
SW SW SW
SW
10
6.9
10
10
Hedge
6.9
107
9
7.0
6.5
106.36 106.38 SW
106.23 106.24
7
106.90 .00
10
Section 5
0
8
10 // 106.82 106.86
S
106.58 +
//
6.4
106.58
// // //
W
//
106.75 +
106.82 +
//
6.
8
106.84 GI Mesh Fence 106.86 // // //
106.85 +
75 106.91 107.04
106.91 +
1
10
O
10
10
rn
6.
6.5
6.5
a
50
8
S
5
W
2.0m WIDE ROAD
RESUMPTION
PROPOSED SITE LAYOUT
SCALE 1:250 @ A3
215101-OPW-01-221103.DWG
SCALE APPROVAL ISSUE DATE DESCRIPTION BY CHKD DRAWING DETAILS PROJECT NUMBER
PROJECT CLIENT A 26-04-22 FOR APPROVAL DTB DK
PROPOSED DUPLEXES ROBYN KILDEY 0 2.5 5 7.5 10 12.5m
.................
B 03-11-22 RFI REVISIONS DK DK DATUM
DESIGN
AHD
DK
215101
7 RUBY STREET COOROY
DANIEL KENNA DRAWN DK SHEET ISSUE
TITLE SCALE 1:250 A3 (RPEQ 15522)
PROPOSED SITE LAYOUT PLAN
e [email protected] ABN 99 642 485 363 This drawing is not to be copied or amended without written permission from DRAWING STATUS DESIGN CHECK DK C04 B
a PO Box 988 Maroochydore 4558 p 0404 157 187 Ingeniir Pty Ltd FOR APPROVAL DATE 03-11-22
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